DiseÑO De Una Carretera DWG Detail for AutoCAD

Design in plant of a road . Horizontal curves.details curves . Horizontal coordinates, Vertical design of the highway Vertical design of road. Vertical curves . Details longitudinal profile

Drawing labels, details, and other text information extracted from the CAD file (Translated from Galician):

road plane, road profile, narutal land, curve index, intermediate curve, grid, road, river, progressive, terrain level, level of road axis, vertical curve, horizontal curve, concave curve, convex curve, circular curve, description, sewer, plot

Raw text data extracted from CAD file:

1 C L \A1;7° \A1;38.66°m \A1;4.000m \A1;5.000m \W2.34439; ESTUDIO DE DISEÑO FINAL \W7.04692; CONSTRUCCION DE CARRETERA No \W7.55773; REVISION \W5.50650; FECHA Plano Constructivo: \W5.41463; Esc Hz 1:2000 Plano de Perfil: \W5.41463; Esc Vr 1:200 \W0.59992; LAMINA \W3.14703; 1 / 3 Plano de la Carretera Perfil de la Carretera \W0.36093; 100 \W0.73714; 200 metros \W2.52353; 0 \W0.36093; 100 \W1.49914; 50 \W1.36093; 10 \W8.69096; Escala 1 : 2000 \W1.95000; Referencias Terreno Narutal Curva Indice Curva Intermedia Grilla Carretera Rio 30+000 30+010 30+020 30+030 30+040 30+050 30+060 30+070 30+080 30+090 30+100 30+110 30+120 30+130 30+140 30+150 30+160 30+170 30+180 30+190 30+200 30+210 30+220 30+230 30+240 30+250 30+260 30+270 30+280 30+290 30+300 30+310 30+320 30+330 30+340 30+350 30+360 30+370 30+380 30+390 30+400 30+410 30+420 30+430 30+440 30+450 30+460 30+470 30+480 30+490 30+500 30+510 30+520 30+530 30+540 30+550 30+560 30+570 30+580 30+590 30+600 30+610 30+620 30+630 30+640 30+650 30+660 30+670 30+680 30+690 30+700 30+710 30+720 30+730 30+740 30+750 30+760 30+770 30+780 30+790 30+800 30+810 30+820 30+830 30+840 30+850 30+860 30+870 30+880 30+890 30+900 30+910 30+920 30+930 30+940 30+950 30+960 30+970 30+980 30+990 31+000 31+010 31+020 31+030 31+040 31+050 31+060 31+070 31+080 31+090 31+100 31+110 31+120 31+130 31+140 31+150 31+160 31+170 31+180 31+190 31+200 31+210 31+220 31+230 31+240 31+250 31+260 31+270 31+280 31+290 31+300 31+310 31+320 31+330 31+340 31+350 31+360 31+370 31+380 31+390 31+400 31+410 31+420 31+430 PC = 30+103.339 PT = 30+231.742 PC = 30+251.758 PT = 30+439.129 PC = 30+579.519 PT = 30+594.476 PC = 30+890.015 PT = 31+006.884 PC = 31+056.722 PT = 31+141.163 A PI-1 PI-2 PI-3 PI-4 PI-5 B 7321700 7321600 7321500 3020 3020 3030 3035 3040 3020 3015 3020 3020 3015 3020 3030 3020 3020 3015 3025 3025 3020 3015 3015 3015 3015 3020 3020 3020 3015 3010 3015 3015 3020 3025 3030 3035 3030 3030 3025 3020 3020 3025 3030 3030 3025 3020 3025 R=93 m \U+0394=79°06'24" L=128.403 m Tan=76.808 m R=133 m \U+0394=80°43'07" L=187.371 m Tan=113.029 m R=73 m \U+0394=11°44'20" L=14.956 m Tan=7.505 m R=53 m \U+0394=126°20'27" L=116.868 m Tan=104.788 m R=43 m \U+0394=112°30'50" L=84.441 m Tan=64.371 m 3015 3015 5232400 5232500 5232600 5232700 5232800 5232900 5232400 5232500 5232600 5232700 5232800 5232900 5233000 5233100 5233200 5233300 5232900 5233000 5233100 5233200 5233300 5233400 5233500 5233600 7321200 7321100 7321000 7321300 7321200 7321100 7321000 7320900 7320800 7321600 7321500 7321400 7321300 7321200 7321100 7321000 7320900 7321700 7321600 7321500 7321400 7321300 7321200 7321100 7321700 7321600 7321500 7321400 7321300 5 \A1;29.232° BM 3002 3004 3006 3008 3010 3012 3014 3016 3018 3020 3022 3024 3026 3028 3030 3032 3034 3036 3038 3040 5 5 5 8% 0% 2% 4% 6% 9.314 80.000000 12.207 80.000000 8.226 120.000000 17.500 80.000000 20.006 90.000000 23.745 80.000000 5.849 80.000000 5.698 60.000000 5.698 60.000000 6.448 90.000000 7.716 100.000000 -7.317% 1.273% 7.826% -6.763% -2.191% 2.307% 5.677% -8.000% -7.003% 30+000 30+040 30+080 30+120 30+160 30+200 30+240 30+280 30+320 30+360 30+400 30+440 30+480 30+520 30+560 30+600 30+640 30+680 30+720 30+760 30+800 30+840 30+880 30+920 30+960 31+000 31+040 31+080 31+120 31+160 31+200 31+240 31+280 31+320 31+360 31+400 3024.91 3030.34 3018.61 3016.37 3020.39 3022.61 3021.81 3021.10 3020.21 3019.45 3019.46 3024.41 3025.23 3026.09 3027.37 3028.48 3028.06 3026.01 3025.41 3025.32 3024.36 3022.55 3021.60 3019.52 3019.13 3018.74 3018.29 3018.80 3016.50 3010.13 3017.98 3018.42 3018.88 3019.54 3020.40 3020.42 3021.21 3021.52 3021.83 3022.44 3022.99 3023.54 3024.10 3025.62 3027.14 3026.63 3027.68 3026.81 3025.04 3024.64 3024.00 3024.13 3024.24 3023.47 3022.67 3020.31 3019.45 3018.79 3017.04 3015.46 3016.82 3017.96 3018.60 3018.86 3018.10 3017.20 3016.15 3015.41 3013.00 3013.15 3010.49 3021.278 3020.459 3020.069 3025.454 3023.990 3022.527 3020.659 3021.241 3022.151 3023.389 3020.109 3020.364 3026.341 3027.299 3027.770 3027.755 3027.253 3026.265 3024.913 3022.223 3020.985 3019.976 3019.195 3024.928 3023.575 3017.792 3017.554 3017.515 3017.677 3018.643 3018.205 3021.283 3021.899 3022.683 3023.636 3018.038 3018.500 3018.961 3019.423 3019.884 3020.346 3020.807 3026.928 3027.379 3027.147 3026.231 3024.743 3025.878 3024.804 3023.906 3023.710 3024.040 3023.844 3022.946 3016.944 3016.275 3016.225 3016.797 3021.434 3019.834 3018.234 3017.846 3018.519 3018.674 3018.310 3017.428 3016.092 3014.692 3013.291 3011.890 30+020 30+060 30+100 30+140 30+180 30+220 30+260 30+000 30+340 30+380 30+420 30+460 30+500 30+540 30+580 30+620 30+660 30+700 30+740 30+780 30+820 30+860 30+900 30+940 30+980 31+020 31+060 31+100 31+140 31+180 31+220 31+260 31+300 31+340 31+380 PROGRESIVA COTA TERRENO COTA EJE DE VIA CURVA VERTICAL CURVA HORIZONTAL CURVA CONCAVA CURVA CONCAVA CURVA CONVEXA CURVA CONCAVA CURVA CONCAVA CURVA CONCAVA CURVA CONCAVA CURVA CONCAVA CURVA CONVEXA CURVA CONVEXA CURVA CONVEXA Pendiente: -7.317% Pendiente: 1.273% \W2.67811; Pendiente: \W4.81497; 7.826% Pendiente: -6.763% Pendiente: -2.191% Pendiente: 2.307% Pendiente: 5.677% Pendiente: -8.000% Pendiente: -7.003% P: -8.000% P:2.529% P: 5.958% CURVA CIRCULAR CURVA CIRCULAR CURVA CIRCULAR CURVA CIRCULAR CURVA CIRCULAR 3000 \A1;Longitud: 80 m K = 5.3688*10E-4 Inicio: 30+040 Cota: 3022.527 Final: 30+120 Cota: 3020.109 \A1; Longitud: 80 m Inicio: 30+150 Cota: 3020.491 Final: 30+230 Cota: 3024.130 \A1;Longitud: 120 m Inicio: 30+245 Cota: 3025.304 Final: 30+365 Cota: 3025.942 \A1;Longitud: 80 m Inicio: 30+419.956 Cota: 3022.226 Final: 30+499.956 Cota: 3018.644 \A1;Longitud: 90 m Inicio: 30+530 Cota: 3017.986 Final: 30+620 Cota: 3018.038 \A1;Longitud: 80 m Inicio: 30+751.686 Cota: 3021.077 Final: 30+831.686 Cota: 3024.271 \A1;Longitud: 80 m Inicio: 30+870 Cota: 3026.446 Final - Inicio: 30+950 Cota: 3025.516 \A1;Longitud: 60 m Final - Inicio: 31+010 Cota: 3023.875 \A1;Longitud: 60 m Final: 31+070 Cota: 3022.234 \A1;Longitud: 90 m Inicio: 31+120 Cota: 3018.234 Final - Inicio: 31+210 Cota: 3017.315 \A1;Longitud: 100 m Final: 31+310 Cota: 3016.792 K = 4.0956*10E-4 K = -6.0788*10E-4 K = 2.8575*10E-4 K = 2.4989*10E-4 K = 2.1063*10E-4 K = -8.5481*10E-4 K = 8.7742*10E-4 K = -8.7742*10E-4 K = 7.7544*10E-4 K = -6.4805*10E-4 -8.000% 2.529% 5.958% DESCRIPCION 3010.49 ALCANTARILLA 3002 3004 3006 3008 3010 3012 3014 3016 3018 3020 3022 3024 3026 3028 3030 3032 3034 3036 3038 3040 3000 3002 3004 3006 3008 3010 3012 3014 3016 3018 3020 3022 3024 3026 3028 3030 3032 3034 3036 3038 3040 3000 3002 3004 3006 3008 3010 3012 3014 3016 3018 3020 3022 3024 3026 3028 3030 3032 3034 3036 3038 3040 3000 3002 3004 3006 3008 3010 3012 3014 3016 3018 3020 3022 3024 3026 3028 3030 3032 3034 3036 3038 3040 3000 3002 3004 3006 3008 3010 3012 3014 3016 3018 3020 3022 3024 3026 3028 3030 3032 3034 3036 3038 3040 3000 30+057.41 30+187.44 30+572.55 Terreno Terreno Terreno Terreno Terreno Terreno Terreno Terreno Terreno CURVA CIRCULAR CURVA CIRCULAR CURVA CIRCULAR CURVA CIRCULAR CURVA CIRCULAR CURVA CIRCULAR CURVA CIRCULAR CURVA CIRCULAR CURVA CIRCULAR CURVA CIRCULAR ALCANTARILLA ALCANTARILLA ALCANTARILLA ALCANTARILLA ALCANTARILLA

Language	Other
Drawing Type	Detail
Category	Roads, Bridges and Dams
Additional Screenshots
File Type	dwg
Materials	Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	autocad, coordinates, curves, de, Design, DETAIL, DWG, HIGHWAY, horizontal, pavement, plant, Road, route, una, vertical

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